Evaluation of Equivalent Spring Stiffness for Use in a Pseudo-Rigid-Body Model of Large-Deflection Compliant Mechanisms
Author:
Affiliation:
1. Mechanical Engineering Department, Brigham Young University, Provo, UT 84602-4138
2. School of Mechanical Engineering, Purdue University, West Lafayette, IN 47907-1288
3. Eastman Chemical Company, Kingsport, TN 37662
Abstract
Publisher
ASME International
Subject
Computer Graphics and Computer-Aided Design,Computer Science Applications,Mechanical Engineering,Mechanics of Materials
Link
http://asmedigitalcollection.asme.org/mechanicaldesign/article-pdf/118/1/126/5575157/126_1.pdf
Reference16 articles.
1. Bathe K.-J. , and BolourchS., 1979, “Large Displacement Analysis of Three-Dimensional Beam Structures,” International Journal For Numerical Methods in Engineering, Vol. 14, pp. 961–986.
2. Bisshopp K. E. , and DruckerD. C., 1945, “Large Deflection of Cantilever Beams,” Quarterly of Applied Mathematics, Vol. 3, No. 3, pp. 272–275.
3. Burns, R. H., 1964, “The Kinetostatic Synthesis of Flexible Link Mechanisms,” Ph.D. Dissertation, Yale University.
4. Burns, R. H., and Crossley, F. R. E., 1968, “Kinetostatic Synthesis of Flexible Link Mechanisms,” ASME Paper No. 68-Mech-36.
5. Frisch-Fay, R., 1962, Flexible Bars, Butterworth, Washington, D.C.
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